HomeMy WebLinkAboutTRUSSMiTek
RE: 2838465 MiTek USA, Inc.
6904 Parke East Blvd.
Tampa, FL 33610-4115
Site Information:
Customer: SYNERGY HOMES Project Name: 2838465
Lot/Block: . Model: HUDSON-4
Address: 430 SE GASPARILLA AVE Subdivision: .
City: ST LUCIE CO State: FL
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2020/TP12014 Design Program: MiTek 20/20 8.4
Wind Code: ASCE 7-16 Wind Speed: 170 mph
Roof Load: 45.0 psf Floor Load: N/A psf
This package includes 31 individual, dated Truss Design Drawings and 0 Additional Drawings.
With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet
conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules.
No.
Seal#
Truss Name
Date
No.
Seal#
Truss Name
Date
1
T24436008
A01
7/19/2021
21
T24436028
CO2
7/19/2021
2
T24436009
A02
7/19/2021
22
T24436029
CO3
7/19/2021
3
T24436010
A03
7/19/2021
23
T24436030
CJ1
7/19/2021
4
T24436011
A04
7/19/2021
24
T24436031
CJ3
7/19/2021
5
T24436012
A05
7/19/2021
25
T24436032
CJ5
7/19/2021
6
T24436013
A06
7/19/2021
26
T24436033
EJ5
7/19/2021
7
T24436014
A07
7/19/2021
27
T24436034
EJ7
7/19/2021
8
T24436015
A08
7/19/2021
28
T24436035
HJ5
7/19/2021
9
T24436016
A09
7/19/2021
29
T24436036
HJ7
7/19/2021
10
T24436017
A10
7/19/2021
30
T24436037
Vol
7/19/2021
11
T24436018
All
7/19/2021
31
T24436038
V02
7/19/2021
12
T24436019
Al2
7/19/2021
13
T24436020
A13
7/19/2021
14
T24436021
A14
7/19/2021
15
T24436022
B01
7/19/2021
16
T24436023
B02
7/19/2021
17
T24436024
B03
7/19/2021
18
T24436025
B04
7/19/2021
19
T24436026
B05
7/19/2021
20
T24436027
C01
7/19/2021
The truss drawing(s) referenced above have been prepared by
MiTek
USA
rect
ision
based on the parameers p ovdi�ded by Builders FirstSource (Fort Pierce). ���0��LIUS� �F�� ��
Truss Design Engineer's Name: Lee, Julius G E N
My license renewal date for the state of Florida is February 28, 2023. SF••'• �:
Florida COA: 6634 WTT
69
IMPORTANT NOTE: The seal on these truss component designs is a certification * ;•
that the engineer named is licensed in the jurisdiction(s) identified and that the V,0
comply with ANSI/TPI 1. These designs are based upon parameters : 4�-
designs
shown (e.g., loads, supports, dimensions, shapes and design codes), which were O'.�. OF :��given to MiTek. Any project specific information included is for MiTek A
customers file reference purpose only, and was not taken into account in the preparation of ���'•. O R \ O P N���
these designs. MiTek has not independently verified the applicability of the design �j s • • • �% ��
parameters
orr the
in of design y particular
midi d properly the be these designs nsr ,���`Isj;� N At -
should �
applicability 9 P P P Y P 9
into the overall building design per ANSI/TPI 1, Chapter 2. Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610 July 19, 2021
nata•
1 of 1 Lee, Julius
Job
Truss
Truss Type
Qty
Ply
T24436008
2838465
A01
ROOF SPECIAL
1
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:57:44 2021 Page 1
I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-KICgL5t8zygZ1 TxzGuN8NXGe2gkwSWRyO6_N20z3mKL
�1-0-Q 7-6-2 13-9-11 20-0-0 25-2-0 29-11-12 34-7-5 40-0-0 g1-0-p
i-0- 7-6-2 6-3-9 6-2-5 5-2-0 4-9-12 4-7-9 5-4-11 1-0-0
5x6 =
4.00 12
Scale = 1:68.7
�x4 4x4 = 14 13 12 11 5x8 =
1.50 12
2x4 11 4x6 — 7x10 —
2x4 11
7-6-2 10-6-0 13-9-11 20-0-0 21-7-0 25-2-0 29-11-12 34-7-5 40-0-0
7-6-2 2-11-14 3-3-11 6-2-5 1-7-0 3-7-0 4-9-12 4-7-9 5-4-11
Plate Offsets (X,Y)--[2:0-4-6,0-1-2],[3:0-3-0,0-3-4],[8:0-3-0,0-3-0],[9:0-4-3,0-0-7],[12:0-3-12,0-4-8],[15:0-6-0,0-3-8]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.92
Vert(LL)
-0.49 17-18
>956
360
TCDL
15.0
Lumber DOL
1.25
BC 0.94
Vert(CT)
-1.12 17-18
>420
240
BCLL
0.0 *
Rep Stress Incr
YES
WB 0.99
Horz(CT)
0.43 9
n/a
n/a
BCDL
10.0
Code FBC2020/TP12014
Matrix-SH
Wind(LL)
0.73 17-18
>646
240
LUMBER -
TOP CHORD
2x4 SP No.2 *Except*
3-5: 2x4 SP No.1, 1-3: 2x4 SP M 31
BOT CHORD
2x6 SP No.2 *Except*
15-17,2-19: 2x6 SP M 26, 6-13: 2x4 SP No.2
WEBS
2x4 SP No.3 *Except*
12-15: 2x4 SP No.2
OTHERS
2x4 SP No.3
REACTIONS.
(size) 2=0-8-0, 9=0-8-0
Max Horz 2=-187(LC 10)
Max Uplift 2=-911(LC 12), 9=-911(LC 12)
Max Grav 2=1867(LC 1), 9=1867(LC 1)
PLATES GRIP
MT20 244/190
Weight: 247 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied.
BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing.
WEBS 1 Row at midpt 4-17
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6617/4116, 3-4=-6048/3857, 4-5=-4389/2827, 5-6=-4375/2829, 6-7=-5560/3542,
7-8=-4140/2685, 8-9=-4540/2855
BOT CHORD 2-21=-3772/6204, 20-21=-3779/6202, 18-20=-3137/5379, 17-18=-3138/5375,
16-17=-3066/5293, 15-16=-3061/5277, 6-15=-266/570, 12-13=-162/259,
11-12=-2592/4214, 9-11=-2587/4215
WEBS 4-18=0/264, 4-17=-1336/978, 5-17=-1388/2348, 6-17=-1287/937, 12-15=-2340/3924,
7-15=-726/1398, 7-12=-1185/778, 8-12=-402/291, 3-20=-572/431, 4-20=-346/533
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 20-0-0, Exterior(2R)
20-0-0 to 23-0-0, Interior(1) 23-0-0 to 41-0-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb)
2=911, 9=911.
v`IV S 1 LF',�II
34869
:c•
•
•
•
i
i
•
41,r1
1/111111110'
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436009
2838465
A02
ROOF SPECIAL
7
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:57:45 2021 Page 1
ID: PAjACIxOXccyA2Nu7mEhtKyhsj?-oym DYRumkGyPfdWAgcvNwlopgE4sBzS5Fmkwagz3mKK
�1-0-Q 7-6-2 13-9-11 20-0-0 25-2-0 29-11-12 34-7-5 40-0-0 g1-0-p
i-0- 7-6-2 6-3-9 6-2-5 5-2-0 4-9-12 4-7-9 5-4-11 1-0-0
5x6 =
4.00 12
Scale = 1:68.7
2x4 11 4x4 = 2x4 11 1.50 12 1413 12 11 5x8 =
3x4 11 7x10 — 2x4 11
7-6-2 10-6-0 13-9-11 20-0-0 21-7-0 25-2-0 29-11-12 34-7-5 40-0-0
7-6-2 2-11-14 3-3-11 6-2-5 1-7-0 3-7-0 4-9-12 4-7-9 5-4-11
Plate Offsets (X,Y)-- [2:0-4-6,0-1-2], [3:0-4-0,Edge], [8:0-3-0,0-3-0], [9:0-4-3,0-0-7], [12:0-3-8,0-4-8], [15:0-5-12,0-3-8]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.93
Vert(LL)
-0.50
16
>939
360
TCDL
15.0
Lumber DOL
1.25
BC 0.95
Vert(CT)
-1.15
16-17
>411
240
BCLL
0.0 *
Rep Stress Incr
YES
WB 1.00
Horz(CT)
0.45
9
n/a
n/a
BCDL
10.0
Code FBC2020/TP12014
Matrix-SH
Wind(LL)
0.74
16
>635
240
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD
3-5: 2x4 SP No. 1, 1-3: 2x4 SP M 31 BOT CHORD
BOT CHORD 2x6 SP No.2 *Except*
6-13: 2x4 SP No.3, 2-18: 2x6 SP M 26 WEBS
WEBS 2x4 SP No.3 *Except*
12-15: 2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 9=0-8-0
Max Horz 2=-187(LC 10)
Max Uplift 2=-909(LC 12), 9=-907(LC 12)
Max Grav 2=1871(LC 1), 9=1875(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6639/4105, 3-4=-6068/3844, 4-5=-4422/2821, 5-6=-4408/2822, 6-7=-5729/3611,
7-8=-4149/2661, 8-9=-4569/2848
BOT CHORD 2-20=-3762/6224, 19-20=-3769/6222, 17-19=-3124/5396, 16-17=-3125/5395,
15-16=-3132/5454, 6-15=-326/679, 11-12=-2585/4241, 9-11=-2580/4243
WEBS 4-17=0/256, 4-16=-1325/970, 5-16=-1383/2368, 6-16=-1433/1017, 12-15=-2375/4032,
7-15=-819/1555, 7-12=-1284/835, 8-12=-417/308, 3-19=-573/433, 4-19=-348/534
PLATES GRIP
MT20 244/190
Weight: 237 lb FT = 20%
Structural wood sheathing directly applied.
Rigid ceiling directly applied or 2-2-0 cc bracing. Except:
10-0-0 cc bracing: 13-15
1 Row at midpt 4-16
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 20-0-0, Exterior(2R)
20-0-0 to 23-0-0, Interior(1) 23-0-0 to 41-0-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=909, 9=907.
34869
:cft
•
•
��//1111111��
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436010
2838465
A03
ROOF SPECIAL
1
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:57:47 2021 Page 1
I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-kKuzz7wOGtC7uwgYxl xr?AtA21 IKftOOi3D1 fjz3mK1
21-0-0
1-0- 7-6-2 13-9-10 19-0-0 0-0- 25-2-0 29-11-12 34-7-5 40-0-0 1-0-
-0- 7-6-2 6-3-8 4-9-12 5-4-11 -0-
5x6 =
4.00 F12
1-0-0
5x6
Scale = 1:72.2
2x4 11 4x4 = 2x4 11 1514 13 12 5x8 =
1.50 12
3x4 11 7x10 = 2x4 11
7-6-2 10-6-0 13-9-10 20-0-0 21-7-0 25-2-0 29-11-12 34-7-5 40-0-0
7-6-2 2-11-14 3-3-10 6-2-6 1-7-0 3-7-0 4-9-12 4-7-9 5 4-11
Plate Offsets (X,Y)-- [2:0-4-6,0-1-2], [3:0-4-0,Edge], [6:0-4-0,0-3-0], [9:0-3-0,0-3-0], [10:0-4-3,0-0-7], [13:0-3-8,0-4-8], [16:0-5-12,0-3-8], [17:0-6-4,0-5-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.88
Vert(LL) -0.50 17 >947 360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.95
Vert(CT) -1.14 17-18 >415 240
BCLL 0.0 *
Rep Stress Incr YES
WB 1.00
Horz(CT) 0.44 10 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-SH
Wind(LL) 0.74 17 >641 240
Weight: 242 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied.
3-5: 2x4 SP No. 1, 1-3: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. Except:
BOT CHORD 2x6 SP No.2 *Except* 10-0-0 oc bracing: 14-16
7-14: 2x4 SP No.3, 2-19: 2x6 SP M 26 WEBS 1 Row at midpt 13-16
WEBS 2x4 SP No.3 *Except*
13-16: 2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 10=0-8-0
Max Horz 2=-179(LC 10)
Max Uplift 2=-909(LC 12), 10=-907(LC 12)
Max Grav 2=1871(LC 1), 10=1875(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6643/4265, 3-4=-6065/4006, 4-5=-4443/2971, 6-7=-4422/2967, 7-8=-5725/3728,
8-9=-4150/2743, 9-10=-4569/2912, 5-6=-4446/3047
BOT CHORD 2-21=-3921/6229, 20-21=-3929/6227, 18-20=-3283/5385, 17-18=-3284/5384,
16-17=-3227/5441, 7-16=-332/683, 12-13=-2645/4240, 10-12=-2641/4242
4-18=
WEBS
55/1548,
8
61/12
15-17=-7241191, 6-7247
0-1 _8 396 1021,, 3 201581/84 3,
��,X)`Iius CF r.''0
4-20=0353/541
NOTES-
•'•\GENS• '.
•' F•'•,
1) Unbalanced roof live loads have been considered for this design.
�%b
No 34869
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 19-0-0, Exterior(2E)
19-0-0 to 21-0-0, Exterior(2R) 21-0-0 to 25-3-12, Interior(1) 25-3-12 to 41-0-9 zone; cantilever left and right exposed ;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
O •�441
to the use of this truss component.
<C/
•'• A,�
4) Provide adequate drainage to prevent water ponding.
O , Q P;� N�,��
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
R
• •' `�
• •�`
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
(1 • •' ���
�I�',� N A;
will fit between the bottom chord and any other members.
,,`���
7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
Julius Lee PE No.34869
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
MiTek USA, Inc. FL Cert 6634
2=909, 10=907.
6904 Parke East Blvd. Tampa FL 33610
Date:
June 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPll Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436011
2838465
A04
HIP
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:57:49 2021 Page 1
ID: PAjACIxOXccyA2Nu7mEhtKyhsj?-gjOjOpxHoVSr8Egx3SzJ4bzaDrVM7gHhANi8jbz3mKG
71-0-Q 7-6-2 13-9-10 17-0-0 23-0-0 25-2-0 29-11-12 %5-9 34i7-5 40-0-0 11-0-p
h-0- 7-6-2 6-3-8 3-2-6 6-0-0 2-2-0 4-9-12 4-5-13 0-1-12 5-4-11 1-0-0
4.00 12 5x6 =
7rA
5x6 = 2x4 11
6 7
Scale = 1:71.8
2x4 11 1514 13 12 4x6 =
1.50 12
4x12 = 2x4 11
2x4 11
7-6-2 13-9-10 17-0-0 20-0-0 23-0-0 25-2-0 29-11-12 34-7-5 40-0-0
7-6-2 6-3-8 3-2-6 3-0-0 3-0-0 2-2-0 4-9-12 4-7-9 5-4-11
Plate Offsets (X,Y)-- [2:0-7-6,0-1-5], [3:0-2-12,0-3-0], [9:0-3-0,0-3-0], [10:1-1-3,Edge], [10:Edge,0-1-1], [16:0-3-0,0-3-8]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.58
Vert(LL)
-0.29 17-18
>999
360
TCDL
15.0
Lumber DOL
1.25
BC 0.66
Vert(CT)
-0.65 17-18
>721
240
BCLL
0.0
Rep Stress Incr
YES
WB 0.76
Horz(CT)
0.25 10
n/a
n/a
BCDL
10.0
Code FBC2020/TP12014
Matrix-SH
Wind(LL)
0.42 17-18
>999
240
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x6 SP No.2 *Except*
7-14: 2x4 SP No.3
WEBS
2x4 SP No.3
REACTIONS.
(size) 10=0-8-0, 2=0-8-0
Max Horz 2=-161(LC 10)
Max Uplift 10=-907(LC 12), 2=-909(LC 12)
Max Grav 10=1875(LC 1), 2=1871(LC 1)
PLATES GRIP
MT20 244/190
Weight: 471 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-1-3 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-9-15 oc bracing. Except:
10-0-0 oc bracing: 14-16
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6675/4399, 3-4=-5692/3841, 4-5=-5660/3981, 5-6=-5274/3617, 6-7=-5417/3804,
7-8=-5445/3714, 8-9=-4149/2843, 9-10=-4569/3015
BOT CHORD 2-20=-4052/6262, 18-20=-4052/6270, 17-18=-2883/4719, 16-17=-2880/4728,
7-16=-196/271, 12-13=-2741/4240, 10-12=-2737/4242
WEBS 3-18=-941/681, 5-17=-476/926, 6-17=-481/908, 13-16=-2523/3975, 8-16=-740/1287,
4-18=-341/412, 9-13=-402/288, 8-13=-1172/841, 6-16=-626/871, 5-18=-777/1066
NOTES-
1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply tc
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 17-0-0, Exterior(2R)
17-0-0 to 21-2-15, Interior(1) 21-2-15 to 23-0-0, Exterior(2R) 23-0-0 to 27-2-15, Interior(1) 27-2-15 to 41-0-9 zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
9) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
10=907, 2=909.
O
qN
0
%,so—lu S
01
34869
:c•
•
•
♦
•
��//1111111��
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436012
2838465
A05
HIP
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:57:51 2021 Page 1
ID: PAjACIxOXccyA2Nu7mEhtKyhsj?-d57UpUzXK6iZNYzKAsOn902xcfCGbkd_dhBEoUz3mKE
71-0-Q 6-0-0 10-2-5 1%0-0 20-0-0 25-0-0 29-11-12 34-7-5 40-0-0 11-0-Q
h-0- 6-0-0 4-2-5 4-9-11 5-0-0 5-0-0 4-11-12 4-7-9 5-4-11 1-0-0
Scale = 1:71.8
5x6 =
2x4 11
5x8 11
5
24 6 25
7
3x4
3x4
4.00 12 5x6 % 4 23
26 8
5x6
3
9
5x6 =22
18
27 4x6 = `n
N 1 2 PO 19
6x8 =
1
9
10 11 w N
21 4x4 =
5x12
I
dI 5x8 =Li
q
0 4x4 =
15
14 13
12 4x6 = o
1.50 12
16
5x8 =
2x4
4x12 =
2x4 11
7-9-7 15-0-0 20-0-0 20-1-12 25-2-0 29-11-12 34-7-5 40-0-0
7-9-7 7-2-9 0-1-12 5-0 4 4-9-12 4-7-9 5-4-11
Plate Offsets (X,Y)-- [2:0-7-6,0-1-5], [3:0-3-0,0-3-0], [5:0-3-0,0-1-4], [7:0-2-14,0-2-8], [9:0-3-0,0-3-0], [10:0-0-0,0-1-1], [10:1-1-3,Edge], [18:04-0,0-3-8]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.52
Vert(LL)
-0.31
18
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.63
Vert(CT)
-0.70
18
>675
240
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.77
Horz(CT)
0.27
10
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-SH
Wind(LL)
0.46
18
>999
240
LUMBER -
TOP CHORD
2x4 SP No.2 *Except*
5-7: 2x6 SP No.2
BOT CHORD
2x6 SP No.2 *Except*
7-15: 2x4 SP No.3
WEBS
2x4 SP No.3
REACTIONS.
(size) 10=0-8-0, 2=0-8-0
Max Horz 2=-142(LC 10)
Max Uplift 10=-908(LC 12), 2=-909(LC 12)
Max Grav 10=1873(LC 1), 2=1870(LC 1)
PLATES GRIP
MT20 244/190
Weight: 483 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-5-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 7-10-1 oc bracing. Except:
10-0-0 oc bracing: 15-17
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6602/4390, 3-4=-6365/4245, 4-5=-5461/3695, 5-6=-6857/4657, 6-7=-6856/4655,
7-8=-5736/3869, 8-9=-4147/2854, 9-10=-4562/3018
BOT CHORD 2-21=-4048/6187, 19-21=-3806/5881, 18-19=-3159/5149, 17-18=-3339/5439,
7-17=-390/705, 12-14=-2741/4235, 10-12=-2739/4236
WEBS 3-21=-168/260, 4-21=-49/374, 4-19=-756/661, 5-19=-289/547, 5-18=-1286/1983,
6-18=-441/434, 14-17=-2576/4028, 8-17=-892/1571, 8-14=-1263/915, 9-14=-392/272,
7-18=-1068/1684
NOTES-
1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc.
Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc, 2x4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4 Wind: ASCE 7-16; Vult=170m h 3-secondgust) Vasd=132m h• TCDL=5.0 sf• BCDL=5.0 sf• h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 14-11-12, Exterior(2R)
14-11-12 to 19-2-10, Interior(1) 19-2-10 to 25-0-0, Exterior(2R) 25-0-0 to 29-2-15, Interior(1) 29-2-15 to 41-0-9 zone; cantilever left
and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
9) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
I
•'DENS• ♦♦
No 34869
= -� � t • 1Z
•
%n
,S,ON A�
11
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
Continued on page 2
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
June 22,2021
Job
Truss
Truss Type
Qty
Ply
T24436012
2838465
A05
HIP
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:57:51 2021 Page 2
ID: PAjACIxOXccyA2Nu7mEhtKyhsj?-d57UpUzXK6iZNYzKAsOn902xcfCGbkd_dhBEoUz3mKE
NOTES-
10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 10=908, 2=909.
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436013
2838465
A06
ROOF SPECIAL
1
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:57:52 2021 Page 1
ID: PAjACIxOXccyA2Nu7mEhtKyhsj?-51 hsOq_95QgQ?iYW kaXOiDb?s2T2K717sLwoKwz3mKD
1-0-Q 7-6-2 13-9-10 20-0-0 26-3-9 32-7-2 40-0-0 q1-0-p
h-0- 7-6-2 6-3-8 6-2-6 6-3-9 6-3-9 7-4-14 -0-
Scale = 1:69.8
5x12 11
4.00 12 4x6 % 4x6
�x4 4x4 = 2x4 11 1.50 12 15 14 13 12 5x8 —
3x4 11 7x10 = 2x4 II
19-2-0
7-6-2 10-6-0 13-9-10 19-10 4 26-3-9 32-7-2 40-0-0
7-6-2 2-11-14 3-3-10 6-0-10 6-5-5 6-3-9 7-4-14
Plate Offsets (X,Y)--[2:0-4-6,0-1-2],[3:0-4-0,0-3-4],[9:0-3-0,0-3-4],[10:0-4-3,0-0-7],[13:0-5-0,0-4-8],[16:0-3-8,0-4-12]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 1.00
Vert(LL)
-0.45 16-17
>999
360
TCDL
15.0
Lumber DOL
1.25
BC 0.92
Vert(CT)
-1.03 16-17
>459
240
BCLL
0.0
Rep Stress Incr
YES
WB 1.00
Horz(CT)
0.38 10
n/a
n/a
BCDL
10.0
Code FBC2020/TP12014
Matrix-SH
Wind(LL)
0.66 16-17
>717
240
LUMBER- BRACING -
TOP CHORD 2x4 SP No.1 'Except` TOP CHORD
1-3: 2x4 SP M 31, 9-11: 2x4 SP No.2, 6-7,5-6: 2x6 SP No.2 BOT CHORD
BOT CHORD 2x6 SP No.2 *Except*
6-14: 2x4 SP No.2, 2-18: 2x6 SP M 26 WEBS
WEBS 2x4 SP No.3 *Except*
13-16: 2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 10=0-8-0
Max Horz 2=-180(LC 10)
Max Uplift 2=-907(LC 12), 10=-907(LC 12)
Max Grav 2=1875(LC 1), 10=1875(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6670/4111, 3-4=-6073/3827, 4-6=-4508/2877, 6-8=-4490/2862, 8-9=-3710/2415,
9-10=-4547/2835
BOT CHORD 2-20=-3764/6256, 19-20=-3772/6254, 17-19=-3081/5385, 16-17=-3079/5376,
6-16=-1224/2197, 12-13=-2549/4208, 10-12=-2547/4214
WEBS 4-17=0/300, 4-16=-1217/833, 13-16=-2067/3587, 8-16=-333/866, 8-13=-856/591,
9-13=-834/606, 9-12=0/273, 3-19=-603/467, 4-19=-370/546
PLATES GRIP
MT20 244/190
Weight: 247 lb FT = 20%
Structural wood sheathing directly applied.
Rigid ceiling directly applied or 2-2-0 oc bracing. Except:
10-0-0 oc bracing: 14-16
1 Row at midpt 13-16
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 20-0-0, Exterior(2R)
20-0-0 to 23-0-0, Interior(1) 23-0-0 to 41-0-9 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=907, 10=907.
I
♦ GE�NS' .�
34869
ft
•
�0iF' 4OR\QP'•N
• �C?
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436014
2838465
A07
ROOF SPECIAL
1
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:57:54 2021 Page 1
I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-1 gpcRW?Pcl48E?ius?ZUnegKNs93o2gQJfpvOpz3mKB
21-0-0
1-0- 7-6-2 13-9-10 19-0-0 0-0- 26-3-9 32-7-2 40-0-0 1-0-
-0- 7-6-2 6-3-8 5-2-6 -0- 5-3-9 6-3-9 7-4-14 -0-
4.00 12
1-0-0
7x10 5x12
3x6
Scale = 1:72.2
2x4 11 4x4 = 14 13 12 5x811 —
19-2-0 1.50 12 15
2x4 7x10 = 2x4 11
7-6-2 10-6-0 13-9-10 19-2-0 1 1 -4 26-3-9 32-7-2 40-0-0
7-6-2 2-11-14 3-3-10 5 4-6 8-4 6-5-5 6-3-9 74-14
Plate Offsets (X,Y)-- [2:04-6,0-1-2], [3:04-0,Edge], [5:0-84,0-3-4], [6:04-11,0-2-8], [9:0-3-0,0-3-4], [10:0-4-7,0-0-7], [13:0-5-0,04-8], [16:0-3-4,04-0]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 1.00
Vert(LL)
-0.47 15
>999
360
TCDL
15.0
Lumber DOL
1.25
BC 0.88
Vert(CT)
-1.08 16-17
>435
240
BCLL
0.0 *
Rep Stress Incr
YES
WB 0.93
Horz(CT)
0.39 10
n/a
n/a
BCDL
10.0
Code FBC2020/TP12014
Matrix-SH
Wind(LL)
0.69 16-17
>681
240
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD
3-5: 2x4 SP No.1, 1-3: 2x4 SP M 31, 5-6: 2x6 SP No.2 BOT CHORD
BOT CHORD 2x6 SP No.2 *Except*
6-14: 2x4 SP No.2, 2-18: 2x6 SP M 26 WEBS
WEBS 2x4 SP No.3 *Except*
13-16: 2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 10=0-8-0
Max Horz 2=176(LC 11)
Max Uplift 2=-903(LC 12), 10=-903(LC 12)
Max Grav 2=1883(LC 1), 10=1883(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6700/4236, 3-4=-6108/3967, 4-5=-5731/3858, 6-8=-4940/3189, 8-9=-3734/2480,
9-10=-4575/2881, 5-6=-4691/3109
BOT CHORD 2-20=-3893/6283, 19-20=-3900/6280, 17-19=-3236/5444, 16-17=-2478/4402,
6-16=-674/1153,12-13=-2593/4234,10-12=-2591/4240
WEBS 4-17=-627/620, 13-16=-2182/3731, 8-16=-605/1290, 8-13=-1158/766, 9-13=-841/599,
9-12=0/278, 5-17=-1011/1403, 5-16=-419/827, 3-19=-595/445, 4-19=-362/520
PLATES GRIP
MT20 244/190
Weight: 247 lb FT = 20%
Structural wood sheathing directly applied.
Rigid ceiling directly applied or 4-0-15 cc bracing. Except:
10-0-0 cc bracing: 14-16
1 Row at midpt 13-16
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 19-0-0, Exterior(2E)
19-0-0 to 20-10-7, Exterior(2R) 20-10-7 to 25-1-5, Interior(1) 25-1-5 to 41-0-9 zone; cantilever left and right exposed ;C-C for
members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb)
2=903, 10=903.
34869
:c•
•
•
•
i
i
•
it N A� E%0%
Rill
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436015
2838465
A08
HIP
1
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:57:55 2021 Page 1
I D: PAjACIxOXccyA2Nu7mEhtKyhsj?-VtN?esO2N LC?s9H5Pi4jKsDXW GU6XXmZYJ9SxFz3mKA
1-0 7-6-2 13-9-10 17-0-0 19-10-4 23-0-0 28-3-9 33-7-2 40-0-0 1-0-
-0- 7-6-2 6-3-8 3-2-6 2-10-4 3-1-12 5-3-9 5-3-9 6-4-14 -0-
Scale = 1:71.0
4.00 12
6xB = 2x4 11 6x8 =
6x8 5 24 6 25 7
2x4 II 4x4 = 2x4 II 14 13 1Z Sx8 =
1.50 12 15 6x8 = 7x10 =
2x4 11
19-2-0
7-6-2 10-6-0 13-9-10 17-1-8 19-8-019-dp-4 23-0-0 30-11-5
40-0-0
7-6-2 2-11-14 3-3-10 3-3-14 2-6-8 0- -4 3-1-12 7-11-5
9-0-11
Plate Offsets (X,Y)-- [2:0-4-6,0-1-2], [4:0-4-0,0-3-4], [5:0-5-12,0-2-12], [7:0-5-12,0-2-12], [9:0-3-0,0-3-0], [10:0-4-7,0-0-7], [12:0-5-0,0-4-8], [13:0-3-0,0-3-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.84
Vert(LL) -0.46 15 >999 360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.90
Vert(CT) -1.04 15 >454 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.82
Horz(CT) 0.38 10 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-SH
Wind(LL) 0.68 15 >695 240
Weight: 244 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
1-4: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 4-0-5 oc bracing. Except:
BOT CHORD 2x6 SP No.2 *Except* 10-0-0 oc bracing: 14-16
6-14: 2x4 SP No.3, 2-19: 2x6 SP M 26
WEBS 2x4 SP No.3 *Except*
13-16,7-16: 2x4 SP No.2
OTHERS 2x4 SP No.3
REACTIONS. (size) 10=0-8-0, 2=0-8-0
Max Horz 2=-161(LC 10)
Max Uplift 10=-908(LC 12), 2=-908(LC 12)
Max Grav 10=1873(LC 1), 2=1873(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6655/4380, 3-4=-6087/4112, 4-5=-4958/3427, 5-6=-4782/3361, 6-7=-4765/3353,
7-8=-3242/2343, 8-9=-4211/2861, 9-10=-4536/3052
BOT CHORD 2-21=-4033/6241, 20-21=-4037/6246, 18-20=-3383/5378, 17-18=-3380/5374,
16-17=-2833/4701, 12-13=-2362/3678, 10-12=-2762/4209
WEBS /2705,
111111
4-20=-352/567958-13 8828/6707, 8-12=-175/527, 9 126-354/39343120=1567/436
,3jU S'
``�
•'�\DENS•
NOTES-
•• F•'•, ��
1) Unbalanced roof live loads have been considered for this design.
34869
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
* �'
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 17-0-0, Exterior(2R)
17-0-0 to 21-2-15, Interior(1) 21-2-15 to 23-0-0, Exterior(2R) 23-0-0 to 27-2-15, Interior(1) 27-2-15 to 41-0-9 zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
i,'�� O R `Q
5) This truss has been designed fora 10.0 psf bottom chord live load nonconcurrent with any other live loads.
-`�
• �'
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
��j / �` ���
�I� /O N A' ',`"%
will fit between the bottom chord and any other members.
7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
Julius Lee PE No.34869
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
MiTek USA, Inc. FL Cert 6634
10=908, 2=908.
6904 Parke East Blvd. Tampa FL 33610
Date:
June 22,2021
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436016
2838465
A09
HIP
1
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:57:57 2021 Page 1
I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-RFU13Y1 IvyTi5TRTX76BPH IuO393?ORs?deZ?8z3mK8
1-0-Q 6-0-12 10-6-6 15-0-0 19-8-0 25-0-0 29-7-9 34-3-2 40-0-0 11-0-p
h-0- 6-0-12 4-5-10 4-5-10 4-8-0 5 4-0 4-7-9 4-7-9 5-8-14 1-0-0
6x8
6x8
5x6 =
216 22
6x8 =
3x4
Scale = 1:71.0
~�~ — 1615 14 la 5x8 =
1.50 F12 3x4
11 7x10 = 7x10 =
8 4-5 15-1-8 15 -8 19-8-0 25-0-0 31-11-5 40-0-0
8-4-5 6-9-3 0- -0 4 4-8 5-4-0 6-11-5 8-0-11
Plate Offsets (X,Y)-- [2:0-4-6,0-1-2],[4:0-4-0,Edge],[5:0-4-0,0-2-9],[7:0-6-0,0-3-0],[10:0-3-0,0-3-0],[11:0-4-3,0-0-7],[13:0-5-0,0-4-8],[17:0-9-0,0-5-4]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.78
Vert(LL)
-0.46
16
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.99
Vert(CT)
-1.04
16
>454
240
BCLL 0.0 *
Rep Stress Incr
YES
WB 1.00
Horz(CT)
0.37
11
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-SH
Wind(LL)
0.68
16
>696
240
Weight: 250 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 *Except* TOP CHORD
1-4,4-5: 2x4 SP M 31, 5-7: 2x6 SP No.2 BOT CHORD
BOT CHORD 2x6 SP No.2 *Except*
2-18: 2x6 SP M 26, 6-15: 2x4 SP No.3 WEBS
WEBS 2x4 SP No.3 *Except*
14-17,7-17: 2x4 SP No.2
REACTIONS. (size) 2=0-8-0, 11=0-8-0
Max Horz 2=141(LC 11)
Max Uplift 2=-908(LC 12), 11=-908(LC 12)
Max Grav 2=1873(LC 1), 11=1873(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-6617/4428, 3-4=-6340/4205, 4-5=-5408/3670, 5-6=-5149/3580, 6-7=-5755/3972,
7-9=-3561/2530, 9-1 0=-4286/2905, 10-11 =-4571/3071
BOT CHORD 2-19=-4086/6204, 18-19=-3776/5852, 17-18=-3563/5780, 13-14=-2439/3794,
11-13=-2788/4245
WEBS 3-19=-262/326, 4-19=-34/394, 4-18=-825/665, 5-18=-876/1445, 14-17=-2087/3412,
7-17=-1755/2771, 7-14=-779/562, 9-14=-555/465, 9-13=-149/446, 10-13=-306/347,
6-18=-922/545
Structural wood sheathing directly applied or 2-2-15 oc purlins.
Rigid ceiling directly applied or 2-2-0 oc bracing. Except:
10-0-0 oc bracing: 15-17
1 Row at midpt 14-17
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 14-11-12, Exterior(2R)
14-11-12 to 19-2-10, Interior(1) 19-2-10 to 25-0-0, Exterior(2R) 25-0-0 to 29-2-15, Interior(1) 29-2-15 to 41-0-9 zone; cantilever left
and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Bearing at joint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
capacity of bearing surface.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=908, 11=908.
N3�jUS�
DENS• �.
No 34869
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436017
2838465
A10
HIP
1
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:57:58 2021 Page 1
I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-vS27Hu2wgGbZjdOg5reQxUrOSTb_kuj?EHN6Xaz3mK7
1-0-Q 5 4-7 10-1-8 13-0-0 , 19-1-0 27-0-0 33-2-5 40-0-0 11-0-p
O 5-4-7 4-9-1 2-10-8 6-1-0 7-11-0 6-9-11 0-
Scale = 1:70.2
5x6 = 5x6 = 5x8 =
4.00 12 4.6 5 22 23 6 24 25 7
4x6 = 19 18 bx1Z — 14 13 12 11 4x6 =
3x6 2x4
6x8 = 3x4 = 2x4 11
= 1.50 12 3x6 —
i 5-4-7 10-1-8 13-1-8 19-1-0 19�2-8
27-0-0
33-2-5 40-0-0
- -8
5 4-7 4-9-15-11-8 0-11
7-9-8
6-2-5 6-9-11
Plate Offsets (X,Y)--[7:0-5-4,0-2-8],[16:0-3-4,0-2-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.99
Vert(LL) -0.09
13-14 >999
360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.63
Vert(CT) -0.21
13-14 >999
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.81
Horz(CT) -0.03
14 n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-SH
Wind(LL) 0.10
9-11 >999
240
Weight: 204 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood
sheathing directly applied.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied or 5-5-3 oc bracing.
4-18: 2x4 SP No.3, 6-14: 2x6 SP No.2
WEBS
1 Row at midpt
7-14
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 14=0-3-0, 9=0-8-0
Max Horz 2=-125(LC 10)
Max Uplift 2=-475(LC 12), 14=-843(LC 12), 9=-504(LC 12)
Max Grav 2=855(LC 21), 14=1977(LC 1), 9=931(LC 22)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1630/1106, 3-4=-1562/1152, 4-5=-891/720, 5-6=-814/718, 6-7=0/376,
7-8=-897/721, 8-9=-1769/1226
BOT CHORD 2-19=-947/1471, 4-17=-153/332, 16-17=-878/1451, 15-16=-582/523, 14-15=-1275/942,
6-15=-1202/967, 13-14=-390/795, 11-13=-1043/1596, 9-11=-1043/1596
WEBS 3-19=-280/301, 4-16=-729/612, 6-16=-957/1484, 7-13=-174/536, 8-13=-874/703,
8-11=0/261, 7-14=-1272/798, 17-19=-939/1440
NOTES-
dered for this design.
have been lgust)
roof live a170mph
3Ljus C,J*
2) Wind: ASCE 7-16; Vu tanced
(3 seconds Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
`,,%%,
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 13-0-0, Exterior(2R)
,� ••'�G E N g'•.
F
13-0-0 to 17-2-15, Interior(1) 17-2-15 to 27-0-0, Exterior(2R) 27-0-0 to 31-2-15, Interior(1) 31-2-15 to 41-0-9 zone; cantilever left and
�� •• ��
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
N 34869
•�
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
* ��
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 bottom chord live load nonconcurrent with any other live loads.
9
psf
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
�• �C/
'•
7) Provide mechanical connection (by others) of truss to bearing capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
�<C/
ii0.Q;
plate
,;� O R `Q ��4%�
2=475, 14=843, 9=504.
AL E:•``•
O N1811111
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436018
2838465
All
HIP
1
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:58:00 2021 Page 1
I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-sgAuiZ4ACtrHyw92CFgu 1 vwSKHFpCnslibsDcTz3mK5
1-0-Q 7-0-0 11-0-0 12-1-$ 15-2-4 19-1-0 24-1-8 29-0-0 34-2-5 40-0-0 11-0-Q
i-0- 7-0-0 4-0-0 1-8 3-0-12 3-10-12 5-0-8 4-10-8 5-2-5 5-9-11 0-
5x6 —
4.00 12
3x4 =
3x4
3x4 11 3x6 — 5x8 =
=
23 5 6 7 8 24 25 9
Scale = 1:70.2
4x6 — 21 20 19 16 15 14 13 4x6
2x4 11 —
3x6 = 6x8 3x4 = 5x6 = 2x4 11
7-0-0 11-0-0 2-1- 15-2 4 19-1-0 19 -8 24-1-8 29-0-0 34-2-5 40-0-0
7-0-0 4-0-0 1-8 3-0-12 3-10-12 0- -8 4-11-0 4-10-8 5-2-5 5-9-11
Plate Offsets (X,Y)--[9:0-5-4,0-2-8],[14:0-3-0,0-3-0],[18:0-2-4,0-2-12]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.58
Vert(LL)
-0.17 17-18
>999
360
TCDL
15.0
Lumber DOL
1.25
BC 0.67
Vert(CT)
-0.36 17-18
>639
240
BCLL
0.0
Rep Stress Incr
YES
WB 0.90
Horz(CT)
0.02 11
n/a
n/a
BCDL
10.0
Code FBC2020/TP12014
Matrix-SH
Wind(LL)
0.09 2-21
>999
240
LUMBER -
TOP CHORD
2x4 SP No.2
BOT CHORD
2x4 SP No.2 *Except*
6-16: 2x6 SP No.2
WEBS
2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 16=0-3-0, 11=0-8-0
Max Horz 2=-107(LC 10)
Max Uplift 2=-469(LC 12), 16=-843(LC 12), 11=-502(LC 12)
Max Grav 2=857(LC 21), 16=1997(LC 1), 11=923(LC 22)
PLATES GRIP
MT20 244/190
Weight: 205 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-8-15 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-5-0 oc bracing.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1525/1052, 3-4=-1251/915, 4-5=-1164/925, 5-6=-315/801, 6-8=-75/535,
8-9=-551/597, 9-10=-1098/856, 10-11=-1805/1261
BOT CHORD 2-21=-876/1362, 17-18=-259/505, 16-17=-1160/790, 6-17=-327/294, 15-16=-274/551,
14-15=-556/995, 13-14=-1086/1634, 11-13=-1086/1634
WEBS 3-21 =-2 55/297, 8-16=-1303/854, 8-15=-199/499, 9-15=-584/389, 9-14=-154/391,
10-14=-702/573, 5-18=-429/800, 5-17=-1440/1051, 18-21=-900/1389, 3-18=-295/299
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 11-0-0, Exterior(2R)
11-0-0 to 15-2-4, Interior(1) 15-2-4 to 29-0-0, Exterior(2R) 29-0-0 to 33-2-15, Interior(1) 33-2-15 to 41-0-9 zone; cantilever left and
right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=469, 16=843, 11=502.
vL1U S' �E��i,
I
' GE�NS' .�
34869
•
•
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436019
2838465
Al2
ROOF SPECIAL
1
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:58:01 2021 Page 1
ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-K1 kGvv5ozBz8a4kFmzB7Z7Td6haXwHBSwFcm8vz3mK4
1-0-p 6-9-7 9-0-0 , 12-9-0 , 15-11-0 19-1-0 23-5-8 27-8-0 29 4-0, 34-1-5 40-0-0 41-0-Q
h-0- 6-9-7 2-2-9 3-2-0 5-10-11 0-
4.00 12 5x8 = 2x4 11
3x4 =
5x6 =
6x8 = 3x4 = 5x12 =
10
Scale = 1:72.7
4x6 = 22 21 18 17 16 15 14 4x6 =
3x8 = 2x4 11 6x8 3x4 = 3x4 =
3x6 = 3x4 =
9-0-0 12-9-0 19-1-0 19 -8 23-5-8 27-8-0 33-3-5 40-0-0
9-0-0 3-9-0 6-4-0 0- -8 4-3-0 4-2-8 6-8-11
Plate Offsets (X,Y)--[4:0-5-4,0-2-8], [7:0-4-0,0-3-4], [20:0-4-12,0-2-8]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.58
Vert(LL)
-0.15
2-22
>999
360
TCDL 15.0
Lumber DOL
1.25
BC 0.77
Vert(CT)
-0.35
2-22
>646
240
BCLL 0.0
Rep Stress Incr
YES
WB 0.70
Horz(CT)
0.02
12
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-SH
Wind(LL)
0.10
2-22
>999
240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2 *Except*
5-21: 2x4 SP No.3, 7-18: 2x6 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 18=0-3-0, 12=0-8-0
Max Horz 2=104(LC 11)
Max Uplift 2=-457(LC 12), 18=-878(LC 12), 12=-487(LC 12)
Max Grav 2=837(LC 21), 18=2012(LC 1), 12=896(LC 1)
PLATES GRIP
MT20 244/190
Weight: 203 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-2-7 oc bracing.
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1436/1009, 3-4=-1097/809, 4-5=-1122/839, 5-6=-1138/829, 6-7=-576/1107,
7-8=-278/738, 8-9=-414/438, 9-10=-1075/899, 10-11=-1548/1151, 11-12=-1706/1164
BOT CHORD 2-22=-842/1284, 5-20=-260/273, 19-20=-48/267, 18-19=-1146/773, 7-19=-293/266,
17-18=-168/385, 16-17=-561/1004, 14-16=-520/933, 12-14=-993/1542
WEBS 3-22=-406/449, 20-22=-490/1025, 6-20=-612/1045, 6-19=-1501/1033, 8-17=-262/555,
9-17=-769/488, 10-14=-434/659, 11-14=-335/382, 8-18=-1402/895
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 9-0-0, Exterior(2R)
9-0-0 to 12-0-0, Interior(1) 12-0-0 to 29-4-0, Exterior(2R) 29-4-0 to 32-4-0, Interior(1) 32-4-0 to 41-0-9 zone; cantilever left and right
exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
2=457, 18=878, 12=487.
v`IV S,
34869
•
•
•
i
i
•
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436020
2838465
A13
ROOF SPECIAL
1
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:58:02 2021 Page 1
ID: PAjACIxOXccyA2Nu7mEhtKyhsj?-oD1e6F5RkU5?BEJRKgiM6K?le4wPfjbb9vLKhLz3mK3
1-0-p 7-0-0 12-9-0 15-11-0 19-1-0 25-8-0 29-4-0 34-1-5 40-0-0 11-0-p
h-0- 7-0-0 5-9-0 3-2-0 3-2-0 6-7-0 3-8-0 4-9-5 5-10-11 -0-
5x6 =
4.00 F12 5x8 = 2x4 11 5x8 = 5x6 = 5x6 = 8
O
Scale = 1:72.7
4x6 = 21 2019 2x4 II 15 14 13 12 4x6 =
_ 4x12 = _
4x4 2x4 4x12 3x6
3x6 =
3x4 =
N
W
I� 1;:N
T
OO
7-0-0 12-9-0 15-11-0 19-1-019 -8
25-8-0
32-3-5 40-0-0
7-0-0 5-9-0 3-2-0 3-2-0 0- -8
6-5-8
6-7-5 7-8-11
Plate Offsets (X,Y)--[3:0-5-8,0-2-8],[5:0-4-0,0-3-0],[18:0-2-4,0-2-4]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.79
Vert(LL)
-0.08 10-12 >999 360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.73
Vert(CT)
-0.20 10-12 >999 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.75
Horz(CT)
0.02 10 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-SH
Wind(LL)
0.11 2-21 >999 240
Weight: 194 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 2-4-4 oc purlins.
BOT CHORD 2x4 SP No.2 *Except*
BOT CHORD
Rigid ceiling directly applied or 3-9-8 oc bracing. Except:
4-20: 2x4 SP No.3, 6-15: 2x6 SP No.2
10-0-0 oc bracing: 18-20
WEBS 2x4 SP No.3
WEBS
1 Row at midpt 6-14
REACTIONS. (size) 2=0-8-0, 15=0-3-0, 10=0-8-0
Max Horz 2=-104(LC 10)
Max Uplift 2=-440(LC 12), 15=-902(LC 12), 10=-474(LC 12)
Max Grav 2=825(LC 21), 15=2051(LC 1), 10=881(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1398/877, 3-4=-1312/891, 4-5=-1327/868, 5-6=-908/1541, 6-7=-874/675,
7-8=-1001/810, 8-9=-1364/967, 9-10=-1650/1127
BOT CHORD 2-21=-714/1237, 4-18=-334/336, 15-16=-1994/1332, 6-16=-1141/838, 14-15=-963/698,
12-14=-474/893,10-12=-959/1491
WEBS 18-21=-647/1059, 7-14=-609/570, 8-12=-307/553, 9-12=-378/421, 6-14=-1246/1974,
5-18=-834/1260,5-16=-1839/1141
NOTES-
anced roof live s have been dered for this design.
CF�,J*
2) Wind: ASCE 7-16; Vu ta170mph (3 secondlgust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
,,,`
*-.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 7-0-0, Exterior(2R)
,us
,� ••'� G E N &
F
7-0-0 to 10-0-0, Interior(1) 10-0-0 to 29-4-0, Exterior(2R) 29-4-0 to 32-4-0, Interior(1) 32-4-0 to 41-0-9 zone; cantilever left and right
�� ••
exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
No 34869
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
•�•
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb)
'� Q Q;•• ����
�Sl
2=440, 15=902, 10=474.
' • •........
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436021
2838465
A14
ROOF SPECIAL GIRDER
1
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:58:05 2021 Page 1
ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-CoznIH8J1 PTa2h20?pG3jzdFAlztsOhl rta_Hgz3mKO
10_ 5-0-0 9-4-8 13-6-0 19-0-0 23-8-0 29-4-0 34-3-15 40-0-0 1-0-
-0- 5-0-0 4-4-8 4-1-8 5-6-0 4-8-0 5-8-0 4-11-15 5-8-1 1-0-0
Special NAILED NAILED NAILED NAILED NAILED
5x8 = NAILED 3x4 = 4x6 = NAILED 5x6 =
3 1920
3x6 = 18 27 17
2x4 11 3x4 =
ini�nl� :t
� t
Special NAILED NAILED NAILED
5x6 = NAILED
NAILED NAILED
5x12 =
14 13
2x4 11 5x6 =
5x6 =
12
3x4 =
2x4
9
Scale = 1:71.4
5-0-0 9-4-8 13-2-0 13 -0 16-3-0
19-0-0 19 -8 23-8-0 26-0-0 29-4-0 32-8-0 34-3-15 40-0-0
5-0-0 4-4-8 3-9-8 0-4-0 2-9-0
2-9-0 0- -8 4-7-8 2-4-0 3-4-0 3-4-0 1-7-15 5-8-1
Plate Offsets (X,Y)--[2:0-2-3,0-1-8],[3:0-5-4,0-2-8],[6:0-3-0,0-3-4],[10:0-2-11,0-1-8],[13:0-3-0,0-3-0],[16:0-3-0,0-3-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl Ltd
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.83
Vert(LL) 0.11 17-18 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.68
Vert(CT) -0.17 10-12 >999 240
BCLL 0.0 *
Rep Stress Incr NO
WB 0.99
Horz(CT) 0.06 10 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-SH
Weight: 184 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied or 5-7-6 oc bracing.
WEBS 2x4 SP No.3
"Special' indicates special hanger(s) or other connection device(s)
required at location(s)shown. The design/selection of such special
REACTIONS. All bearings 6-2-0 except Qt=length) 2=0-8-0, 10=0-8-0.
connection device(s) is the responsibility of others. This applies
(lb) - Max Horz 2=104(LC 24)
to all applicable truss designs in this job.
Max Uplift All uplift 100 lb or less at joint(s) except 2=-632(LC 8),
16=-1266(LC 4), 15=-847(LC 8), 10=-499(LC
25)
Max Grav All reactions 250 lb or less at joint(s) except 2=813(LC 17), 16=1461(LC 17), 16=1420(LC 1),
15=1560(LC 1), 15=1560(LC 1), 10=913(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1507/1189, 3-4=-899/853, 4-5=-566/928, 5-6=-517/1160, 6-7=-517/1160,
7-8=-1141/613, 8-9=-14961738, 9-10=-1755/833
BOT CHORD 2-18=-1029/1354, 17-18=-1041/1370, 16-17=-769/899, 15-16=-928/696, 14-15=-462/1010,
13-14=-465/1007, 12-13=-372/993, 10-12=-689/1591
WEBS 3-18=-154/340, 3-17=-528/342, 4-17=-257/419, 4-16=-1943/1536, 5-16=-532/482,
5-15=-719/475, 6-15=-539/404, 7-15=-2153/1023, 7-13=-54/276, 8-12=-188/570,
9-12=-362/287
fillfr
NOTES-
```,�L�US'
1) Unbalanced roof live loads have been considered for this design.
j�
,� ••' G ENS F•�•,
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
••
��
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
34869
•�
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
* ��
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
for 10.0
17
5) This truss has been designed a psf bottom chord live load nonconcurrent with any other live loads.
6) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
fit
it, z
0 ••. �(/
will between the bottom chord and any other members.
1266
••
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 632 lb uplift at joint 2, lb uplift at
%'�
O R
joint 16, 847 Ib upliftatjoint 15 and 499 Ib uplift atjoint 10.
0
N
toe -nails per NDS
lorr
.�`��
other conn0ect on devic (s) shallll be0proviidd2 u')
9) Hanger(s) fficient to support oncenlnes.trated load(s) 272 Ib down and 337 Ib up at�'�.��
5-0-0 on top chord, and 113 lb down and 172 lb up at 5-0-0 on bottom chord. The design/selection of such connection device(s) is
the responsibility of others.
Julius Lee PE No.34869
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
LOAD CASE(S) Standard
Date:
June 22,2021
Continued on page 2
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436021
2838465
A14
ROOF SPECIAL GIRDER
1
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:58:05 2021 Page 2
ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-CoznIH8J1 PTa2h20?pG3jzdFAlztsOhl rta_Hgz3mKO
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-70, 3-7=-70, 7-8=-70, 8-11=-70, 2-10=-20
Concentrated Loads (lb)
Vert: 3=-175(B) 18=-70(B) 17=-26(B) 4=-77(B) 20=-77(B) 21=-77(B) 22=-77(B) 24=-77(B) 25=-77(B) 26=-77(B) 27=-26(B) 28=-26(B) 29=-26(B) 30=-26(B)
31=-26(B) 32=-26(B)
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436022
2838465
B01
HIP
1
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:58:06 2021 Page 1
ID: PAjACIxOXccyA2Nu7mEhtKyhsj?-g_X9yd8xojbRgrdCZWn IGAASU iGgbYeB4XJXg6z3mK?
11-0-Q 5-6-1 , 1%4-0 , 13-0-0 20-0-0 27-0-0 33-0-0 40-0-0 11-0-Q
i-0- 5-6-1 4-9-15 7-0-0 7-0-0 6-0-0 7-0-0 1-0-0
4.00 12
5x8 =
4x6 � 5 19
2x4 11 5x8 =
6 21 22 7
Scale = 1:69.0
Zb Z6 6x8 =
2x4 I I 5x6 = 5x8 = 5x6 = 2x4 11
5-6-1 10-4-0 13-0-0 20-0-0 27-0-0 33-0-0 40-0-0
5-6-1 4-9-15 2-8-0 7-0-0 7-0-0 6-0-0 7-0-0
Plate Offsets (X,Y)--[5:0-5-8,0-2-8],[7:0-5-4,0-2-8],[12:0-3-0,0-3-0],[14:0-3-0,0-3-0],[15:0-3-8,0-3-0]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
TCLL
20.0
Plate Grip DOL
1.25
TC 0.73
Vert(LL)
-0.12 11-12
>999
360
TCDL
15.0
Lumber DOL
1.25
BC 0.82
Vert(CT)
-0.28 11-12
>999
240
BCLL
0.0 *
Rep Stress Incr
YES
WB 0.68
Horz(CT)
0.05 9
n/a
n/a
BCDL
10.0
Code FBC2020/TP12014
Matrix-SH
Wind(LL)
0.17 11-12
>999
240
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
WEBS 2x4 SP No.3
REACTIONS. (size) 2=0-8-0, 15=0-8-0, 9=0-8-0
Max Horz 2=125(LC 11)
Max Uplift 2=-297(LC 12), 15=-1334(LC 12), 9=-627(LC 12)
Max Grav 2=163(LC 21), 15=2382(LC 1), 9=1271(LC 22)
PLATES GRIP
MT20 244/190
Weight: 199 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 2-6-11 oc purlins.
BOT CHORD Rigid ceiling directly applied or 4-7-12 oc bracing.
WEBS 1 Row at midpt 5-13
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-31/812, 3-4=-1148/1383, 5-6=-1365/896, 6-7=-1365/896, 7-8=-1909/1222,
8-9=-2736/1693
BOT CHORD 2-16=-779/98, 15-16=-779/98, 14-15=-1266/1338, 13-14=-205/596, 12-13=-862/1755,
11 -1 2=-1479/2502, 9-11 =-1479/2502
WEBS 3-16=-668/226, 3-15=-771/1609, 4-15=-2026/1513, 4-14=-1268/1797, 5-14=-1311/1118,
5-13=-1305/1791, 6-13=-566/555, 7-13=-480/408, 7-12=-182/488, 8-12=-820/670,
8-11=0/272
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2 Wind: ASCE 7-16; Vult=170m h 3-secondgust) Vasd=132m h• TCDL=5.0 sf• BCDL=5.0 sf• h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 13-0-0, Exterior(2R)
13-0-0 to 17-2-15, Interior(1) 17-2-15 to 27-0-0, Exterior(2R) 27-0-0 to 31-2-15, Interior(1) 31-2-15 to 41-0-9 zone; cantilever left and
right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 297 lb uplift at joint 2, 1334 lb uplift at
joint 15 and 627 lb uplift at joint 9.
`,%���`�vLIU
I
•'DENS• '.
No 34869
P/
•;•
g" O �
��///11111111``
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436023
2838465
B02
HIP
1
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:58:07 2021 Page 1
I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-9A5XAz9ZZ1jl I?CO6E IXpOidQ5dfKxHKJ B35MZz3mK_
11-0-Q 5-10-1 11-0-0 16-11-7 23-0-9 29-0-0 34-1-15 40-0-0 4,1-0-p
OO 5-10-1 5-1-15 5-11-7 6-1-3 5-11-7 5-1-15 5-10-1 -0-
4.00 12
5x6 = 5x6 = 3x4 = 5x6 =
4 21 22 5 6 23 24 7
Scale = 1:69.0
3x6 = 27 18 28 17 16 15 14 13 12 11 4x6 =
2x4 11 6x8 =
3x6 = 4xl2 =
3x4 = 3x6 = 3x4 =
2x4 11
5-10-1 10 4-0
16-11-7
23-0-9
29-8-0
34-1-15 40-0-0
5-10-1 4-5-15
6-7-7
6-1-3
6-7-7
4-5-15 5-10-1
Plate Offsets (X,Y)--
[5:0-3-0,0-3-0]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.72
Vert(LL)
-0.13 12-14
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.72
Vert(CT)
-0.31 12-14
>999
240
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.85
Horz(CT)
0.05 9
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-SH
Wind(LL)
0.18 12-14
>999
240
Weight: 194 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
WEBS 2x4 SP No.3 WEBS
REACTIONS. (size) 2=0-8-0, 17=0-8-0, 9=0-8-0
Max Horz 2=-107(LC 10)
Max Uplift 2=-312(LC 11), 17=-1379(LC 12), 9=-616(LC 12)
Max Grav 2=68(LC 21), 17=2493(LC 1), 9=1247(LC 22)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-157/1098, 3-4=-1 339/1646,4-5=-827/410, 5-6=-833/416, 6-7=-1829/1147,
7-8=-2141/1354,8-9=-2713/1694
BOT CHORD 2-18=-1004/218, 17-18=-1004/218, 15-17=-1138/1222, 14-15=-819/1829,
12-14=-994/1907, 11-12=-1491/2485, 9-11=-1491/2485
WEBS 3-18=-723/203, 3-17=-775/1721, 4-17=-2087/1634, 7-12=-161/412, 8-12=-566/514,
4-15=-1528/2236, 6-14=-52/305, 5-15=-449/453, 6-15=-1197/918
Structural wood sheathing directly applied or 3-1-7 oc purlins.
Rigid ceiling directly applied or 4-9-2 oc bracing.
1 Row at midpt 4-15, 6-15
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 11-0-0, Exterior(2R)
11-0-0 to 15-2-15, Interior(1) 15-2-15 to 29-0-0, Exterior(2R) 29-0-0 to 33-2-15, Interior(1) 33-2-15 to 41-0-9 zone; cantilever left and
right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 312 lb uplift at joint 2, 1379 lb uplift at
joint 17 and 616 lb uplift at joint 9.
I
•'DENS• ♦♦
No 34869
•
%0
Julius Lee PE N0.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436024
2838465
B03
HIP
1
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:58:09 2021 Page 1
I D: PAjACIxOXccyA2Nu7mEhtKyhsj?-5ZDHaeBg4ezOXJ LnEeK?upowGvJ mog4dmVYBPRz3mJy
11-0-Q 4-10-1 9-0-0 pO41 17-2-1 24-0-3 , 31-0-0 35-1-15 , 40-0-0 4,1-0-Q
i-0- 4-10-1 4-1-15 14-0 6-10-1 6-10-1 6-11-13 4-1-15 4-10-1 1-0-0
5x6 = 3x6 11 3x6 = 3x6 = 3x4 =
4 5 22 2324 6 7 8
4.00 12
2526 27
5x8 =
Scale = 1:69.0
2x4
3x4
3
10
21
pq
28
N
a
11 12 N ro
yI Iy
O O
3x6 = 29 20 30 19 18 17 16 15 14 13 4x6 =
3x4 = 6x8 3x6 — 3x4 = 3x4 = 3x6 — 3x4 = 2x4 11
4-10-1 10-4-0 17-2-1 24-0-3 31-0-0 35-1-15 40-0-0
4-10-1 5-5-15 6-10-1 6-10-1 6-11-13 4-1-15 4-10-1
Plate Offsets (X,Y)-- [9:0-5-4,0-2-8]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.89
Vert(LL)
-0.16
16
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.74
Vert(CT)
-0.38
14-16
>938
240
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.96
Horz(CT)
0.07
11
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-SH
Wind(LL)
0.22
16
>999
240
Weight: 195 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
WEBS 2x4 SP No.3 WEBS
REACTIONS. (size) 2=0-8-0, 19=0-8-0, 11=0-8-0
Max Horz 2=89(LC 11)
Max Uplift 2=-348(LC 11), 19=-1409(LC 12), 11=-608(LC 12)
Max Grav 2=3(LC 21), 19=2557(LC 1), 11=1227(LC 22)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-114/1147, 3-4=-3/1129, 4-5=-1396/1791, 5-6=-1396/1791, 6-8=-937/389,
8-9=-2245/1361, 9-10=-2252/1415, 10-11=-2663/1672
BOT CHORD 2-20=-1072/171, 19-20=-1473/1235, 17-19=-177/937, 16-17=-1089/2245,
14-16=-1129/2108, 13-14=-1476/2437, 11-13=-1476/2437
WEBS 3-20=-386/405, 4-20=-1916/817, 4-19=-804/1111, 5-19=-493/516, 9-14=-85/347,
10-14=-381/377, 9-16=-47/290, 6-19=-2913/1900, 6-17=-351/740, 8-17=-1462/1128
Structural wood sheathing directly applied or 2-2-0 oc purlins.
Rigid ceiling directly applied or 4-8-4 oc bracing.
1 Row at midpt 6-19, 8-17
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 9-0-0, Exterior(2R)
9-0-0 to 13-2-15, Interior(1) 13-2-15 to 31-0-0, Exterior(2R) 31-0-0 to 35-1-15, Interior(1) 35-1-15 to 41-0-9 zone; cantilever left and
right exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip
DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 348 lb uplift at joint 2, 1409 lb uplift at
joint 19 and 608 lb uplift at joint 11.
N3�jUS� LFF,��,�i
DENS. �.
No 34869
,o,��S;O
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436025
2838465
B04
HIP
1
1
Job Reference (optional)
Builders FirstSource, Fort Piece, FL 34945 8.430 s Nov 30 2020 MiTek Industries, Inc. Tue Jun 22 14:48:32 2021 Page 1
I D: PAjACIxOXccyA2Nu7mEhtKyhsj?-rzQGMyuSjL5sYwBxFpByEooBm23h3aeFMaV84kz3ixz
1-0- 4-10-0 7-0-0 10-4-0 15-11-9 21-7-2 27-2-11 33-0-0 40-0-0 1-0-
0- 4-10-0 2-2-0 3 4-0 5-7-9 5-7-9 5-7-9 5-9-5 7-0-0 0-
3x4 =
4.00 12 5x8 — 2x4 II 4x6 = 3x6 =
2x4 4 5 23 24 6 7 8
O
Scale = 1:68.5
3x4 = 5x8 =
25 9 26 10
3x6 = 29 30 20 19 18 17 16 15 14 13 4x6 =
3x4 = 6x8 3x4 = 3x4 = 2x4 11
3x6 = 3x8 MT20HS =
3x4 =
w
ro
2 N
I�
O
7-0-0 10-4-010-5-12 15-11-9
21-7-2
27-2-11
33-0-0
40-0-0
7-0-0 3-4-0 0-1-12 5-5-13
5-7-9
5-7-9
5-9-5
7-0-0
Plate Offsets (X,Y)-- [4:0-5-4,0-2-8], [10:0-54,0-2-8]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in (loc) I/defl
L/d
PLATES
GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.90
Vert(LL)
-0.20 14-16 >999
360
MT20
244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.81
Vert(CT)
-0.46 14-16 >763
240
MT20HS
187/143
BCLL 0.0 *
Rep Stress Incr YES
WB 0.80
Horz(CT)
0.08 11 n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-SH
Wind(LL)
0.29 14-16 >999
240
Weight: 186 lb
FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.1 *Except*
TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins.
4-7,7-10: 2x4 SP No.2
BOT CHORD Rigid ceiling directly applied or 4-5-9 oc bracing.
BOT CHORD 2x4 SP No.2
WEBS
1 Row at midpt
6-19,
8-17
WEBS 2x4 SP No.3
REACTIONS. (lb/size) 2=-73/0-8-0, 19=2601/0-8-0, 11=1205/0-8-0
Max Horz 2=-72(LC 10)
Max Uplift 2=-387(LC 11), 19=-1404(LC 12), 11=-61O(LC 12)
Max Grav 19=2601(LC 1), 11=1210(LC22)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-21=-425/1241, 21-22=-418/1244, 3-22=-416/1273, 3-4=-701/1452, 4-5=-1542/2448,
5-23=-1542/2448, 23-24=-1542/2448, 6-24=-1542/2448, 6-7=-518/323, 7-8=-518/323,
8-25=-2283/1493, 9-25=-2283/1493, 9-26=-2879/1963, 10-26=-2879/1963,
10-27=-2436/1620, 27-28=-2459/1606, 11-28=-2517/1600
BOT CHORD 2-29=-1159/457, 29-30=-1159/457, 20-30=-1159/457, 19-20=-1371/843, 18-19=-97/518,
17-18=-97/518, 16-17=-1271/2283, 15-16=-1742/2879, 14-15=-1742/2879,
13-14=-1380/2298, 11-13=-1381/2289
WEBS 4-20=-445/356, 4-19=-1436/1255, 5-19=-386/404, 10-13=0/281, 10-14=-399/753,
6-19=-3178/2028, 6-17=-437/871, 9-16=-662/513, 8-17=-1937/1280, 8-16=-153/430,
LFF ,,I♦i
3-20=-435/491
�,, Ojos
•'•�GENS• ♦♦
NOTES-F�'.•
i
1) Unbalanced roof live loads have been considered for this design.
No 34869
•:
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 7-0-0, Exterior(2R) 7-0-0
* ;• * �_
to 11-2-15, Interior(1) 11-2-15 to 33-0-0, Exterior(21R) 33-0-0 to 37-2-15, Interior(1) 37-2-15 to 41-0-9 zone; cantilever left and right
=
exposed ; porch left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific to
'•
the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
♦♦♦ Q;.•\�,��
5) All plates are MT20 plates unless otherwise indicated.
�• O
♦ 0 R
•
6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
*
* * * * ` 1�
S�
N A�
7) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
.,110
811111
will fit between the bottom chord and any other members.
8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 387 lb uplift at joint 2, 1404 lb uplift at
Julius Lee PE No.34869
joint 19 and 610 lb uplift at joint 11.
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
LOAD CASE(S) Standard
Date:
June 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436026
2838465
B05
HIP GIRDER
1
Job Reference (optional)
t5Ullaers rlrsiz ource iron: rlerce), ron rlerce, rL - 54U40, t5.46u s Jun z zuz I MI I eK Inaus[rles, Inc. I ue Jun zz uv:Dt5:-I / zuz-I rage 'I
I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-s6iJGNHrC5_tVXzJiKTtDV7Jn71 sgUSockUchzz3mJq
11-0-Q 3-5-0 5-0-0 , 10 4-0 15-4-6 20-2-13 25-1-5 , 29-11-12 35-0-0 40-0-0 g1-0-Q
i-0- 3-5-0 1-7-0 5 4-0 5-0-6 4-10-8 4-10-8 4-10-8 1-0-0
Scale = 1:69.0
THIS TRUSS IS NOT SYMMETRIC.
PROPER ORIENTATION IS ESSENTIAL.
4.00 12
Special
NAILED NAILED NAILED NAILED NAILED NAILED
NAILED NAILED NAILED
Special
7x10
2x4 1 3x8 = 5x6 =
3x4 = 3x4 =
5x8 =
2x4 �
NAILED
NAILED
NAILED NAILED
NAILED
3 4
2122
23 5 24 25 26 6 27 28 29 7 30
31 8 32 33 34 9 35
3637
10
N 1 2
N
11 12 N R
N
I'
o
3x6 =
20
38
39 19 40 41 18 17 42 43 44 16 45
46 15 47 48 14 49
50
13
3x6 =
3x4 =
3x6 =
5x6 =
2x4 11
NAILED
8x12 = 3x6 = 3x4 =
NAILED 3x4 =
NAILED
Special
NAILED NAILED NAILED NAILED NAILED NAILED NAILED
NAILED NAILED NAILED NAILED
Special
5-0-0 10-4-0 15-4-6 20-2-13 25-1-5 29-11-12 35-0-0 40-0-0
5-0-0 5-4-0 5-0-6 4-10-8 4-10-8 4-10-8 5-0-4 5-0-0
Plate Offsets (X,Y)-- [4:0-2-12,0-5-4], [6:0-3-8,0-1-8], [7:0-3-0,0-3-0], [10:0-5-4,0-2-8], [11:0-0-12,0-0-8], [15:0-3-0,0-3-0], [19:0-1-14,Edge]
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in (loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.79
Vert(LL)
0.61 14-15
>573
240
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.79
Vert(CT)
-0.58 14-15
>606
240
BCLL 0.0
Rep Stress Incr
NO
WB 0.81
Horz(CT)
-0.08 11
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-SH
Weight: 374 lb FT = 20%
LUMBER -
TOP CHORD
2x4 SP No.2 *Except*
4-7: 2x4 SP No.1
BOT CHORD
2x4 SP No.2
WEBS
2x4 SP No.3 *Except*
5-19: 2x8 SP 240OF 2.0E
REACTIONS. (size) 2=0-8-0, 19=0-8-0, 11=0-8-0
Max Horz 2=54(LC 7)
Max Uplift 2=-525(LC 24), 19=-3599(LC 8), 11=-1411(LC 8)
Max Grav 2=305(LC 6), 19=4210(LC 1), 11=1762(LC 18)
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-6-1 oc purlins.
BOT CHORD Rigid ceiling directly applied or 5-8-7 oc bracing.
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1139/1618, 3-4=-1314/1809, 4-5=-4499/5470, 5-6=-4499/5469, 7-8=-3973/3362,
8-9=-5863/4928, 9-10=-5881/4938, 10-11=-4185/3388
BOT CHORD 2-20=-1476/1103, 19-20=-1702/1332, 16-17=-3170/3902, 15-16=-4798/5863,
14-15=-4808/5881, 13-14=-3093/3876, 11-13=-3079/3859
WEBS 4-20=-374/463, 4-19=-4043/3474, 5-19=-705/555, 10-13=-168/360, 10-14=-1818/2169,
6-19=-5950/4950, 9-14=-561/430, 6-17=-1290/1520, 7-17=-4002/3342, 8-15=-181/321,
7-16=-750/880, 8-16=-2014/1666, 3-20=-371/305
NOTES-
1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows:
Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc.
Webs connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc.
2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to
ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated.
3) Unbalanced roof live loads have been considered for this design.
4) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=5ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; porch left exposed; Lumber DOL=1.60 plate
grip DOL=1.60
5) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
6) Provide adequate drainage to prevent water ponding.
7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 525 lb uplift at joint 2, 3599 lb uplift at
joint 19 and 1411 lb uplift at joint 11.
10) "NAILED" indicates 3-10d (0.148"x3") or 3-12d (0.148"x3.25) toe -nails per NDS guidlines.
v`IV S
34869
:c•
•
•
•
i
i
•
.40
#f/1111110
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
,ontinued on page 2
A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
June 22,2021
Job
Truss
Truss Type
Qty
Ply
T24436026
2838465
B05
HIP GIRDER
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:58:17 2021 Page 2
I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-s6iJGNHrC5_tVXzJiKTtDV7Jn71 sgUSockUchzz3mJq
NOTES-
11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 222 lb down and 337 lb up at 5-0-0, and 222 Ib down and 337 lb up at
35-0-0 on top chord, and 159 lb down and 67 lb up at 5-0-0, and 113 lb down and 172 lb up at 34-10-15 on bottom chord. The design/selection of such connection
device(s) is the responsibility of others.
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-4=-70, 4-10=-70, 10-12=-70, 2-11=-20
Concentrated Loads (lb)
Vert: 4=-175(F) 10=-175(F) 20=-70(F) 13=-70(F) 15=-26(F) 8=-77(F) 22=-77(F) 23=-77(F) 24=-77(F) 25=-77(F) 27=-77(F) 28=-77(F) 29=-77(F) 30=-77(F) 31=-77(F)
33=-77(F) 34=-77(F) 35=-77(F) 36=-77(F) 38=-26(F) 39=-26(F) 40=-26(F) 41=-26(F) 42=-26(F) 43=-26(F) 44=-26(F) 45=-26(F) 46=-26(F) 47=-26(F) 48=-26(F)
49=-26(F) 50=-26(F)
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436027
2838465
C01
COMMON
1
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:58:18 2021 Page 1
ID: PAjACIxOXccyA2Nu7mEhtKyhsj?-KIGhTj ITzP6k6hXWG 1?61igYZXP5P4uygODAEQz3mJp
-1-0-0 5-8-1 10-8-0 15-7-15 21-4-0
Scale = 1:36.8
4x6 —
N
Ia
4x6 = 3x4 = 5x6 = 4x6 =
7-4-0
14-0-0
21-4-0
7-4-0
6-7-15
7-4-0
Plate Offsets (X,Y)-- [7:0-3-0,0-3-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.53
Vert(LL) -0.08
7-8 >999 360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.67
Vert(CT) -0.20
6-7 >999 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.22
Horz(CT) 0.06
6 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-SH
Wind(LL) 0.12
7-8 >999 240
Weight: 88 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 3-7-0 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 5-0-12 oc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 6=0-8-0, 2=0-8-0
Max Horz 2=105(LC 11)
Max Uplift 6=-415(LC 12), 2=-537(LC 12)
Max Grav 6=927(LC 1), 2=1030(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2088/1437, 3-4=-1829/1295, 4-5=-1845/1312, 5-6=-2095/1447
BOT CHORD 2-8=-1283/1903, 7-8=-799/1319, 6-7=-1273/1924
WEBS 4-7=-334/573, 5-7=-365/412, 4-8=-313/553, 3-8=-355/405
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 10-8-0, Exterior(2R)
10-8-0 to 13-8-0, Interior(1) 13-8-0 to 21-0-0 zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for
``�11111111I���
reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
�� �` us LF
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
'
to the use of this truss component..•'\
G E N S
F •••,
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
�� •�
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
No 34869
will fit between the bottom chord and any other members.
* �•
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 415 lb uplift at joint 6 and 537 lb uplift at
joint 2.
•;441•
RX
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436028
2838465
CO2
HIP
1
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945,
N
;T1
0
-1-0-0 1 5-6-1
8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:58:19 2021 Page 1
I D: PAjACIxOXccyA2Nu7mEhtKyhsj?-oUg3h3J5kjEbkr6iplWM Iwq?xhB8Y3532zjmsz3mJo
9-0-0 12-4-0 15-9-15 21-4-0
4x6 =
4x6 =
Scale = 1:37.4
4x6 = 3x4 = 5x6 = 4x6 =
9-0-0
12-4-0
21-4-0
9-0-0
3 4-0
9-0-0
Plate Offsets (X,Y)--
[8:0-3-0,0-3-0]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.55
Vert(LL)
-0.17
7-8
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.87
Vert(CT)
-0.40
7-8
>625
240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.16
Horz(CT)
0.06
7
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-SH
Wind(LL)
0.17
7-8
>999
240
Weight: 87 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
WEBS 2x4 SP No.3
REACTIONS. (size) 7=0-8-0, 2=0-8-0
Max Horz 2=90(LC 11)
Max Uplift 7=-415(LC 12), 2=-537(LC 12)
Max Grav 7=927(LC 1), 2=1030(LC 1)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-2030/1638, 3-4=-1662/1313, 4-5=-1544/1300, 5-6=-1664/1325, 6-7=-2048/1582
BOT CHORD 2-9=-1480/1862, 8-9=-1054/1544, 7-8=-1393/1883
WEBS 3-9=-421/480, 4-9=-127/323, 5-8=-150/329, 6-8=-443/512
Structural wood sheathing directly applied or 3-4-10 oc purlins.
Rigid ceiling directly applied or 4-9-3 oc bracing.
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 9-0-0, Exterior(2E)
9-0-0 to 12-4-0, Exterior(2R) 12-4-0 to 16-6-15, Interior(1) 16-6-15 to 21-0-0 zone; cantilever left and right exposed ;C-C for members
and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
4) Provide adequate drainage to prevent water ponding.
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 415 lb uplift at joint 7 and 537 lb uplift at
joint 2.
I
' GE�NS' .�
34869
ft
�0iF' 4OR\QP'.N
• OC?
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436029
2838465
CO3
HIP GIRDER
1
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945,
-1-0-0
7-0-0
7-0-0
4.00 F12
8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:58:21 2021 Page 1
I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-ktxg6lKLGKUJz9G5xAYq NLI?RIM FcQnOXMSgglz3mJ m
10-8-0 14 4-0 21-4-0
3-8-0 3-8-0 7-0-0
Scale = 1:37.4
Special NAILED
5x8 = Special
NAILED 2x4 II NAILED 5x8 =
3 10 4 11 12 135
4x6 = 2x4 II NAILED 6x8 — NAILED 2x4 II 4x6 =
Special NAILED
Special
N
ob
N
N
I�
0
7-0-0 10-8-0
14-4-0
21-4-0
7-0-0 3-8-0
3-8-0
7-0-0
Plate Offsets (X,Y)-- [2:0-3-0,Edge], [3:0-5-12,0-2-12], [5:0-5-12,0-2-12], [6:0-3-0,Edge], [8:0-4-0,Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.81
Vert(LL) 0.33
8 >757 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.96
Vert(CT) -0.41
8 >609 240
BCLL 0.0 *
Rep Stress Incr NO
WB 0.27
Horz(CT) 0.12
6 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-SH
Weight: 88 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP M 31 *Except*
TOP CHORD
Structural wood sheathing directly applied or 2-0-11 oc purlins.
3-5: 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 3-10-14 oc bracing.
BOT CHORD 2x4 SP No.1
WEBS 2x4 SP No.3
REACTIONS. (size) 6=0-8-0, 2=0-8-0
Max Horz 2=73(LC 7)
Max Uplift 6=-1024(LC 8), 2=-1146(LC 8)
Max Grav 6=1794(LC 1), 2=1897(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-4504/2619, 3-4=-4703/2784, 4-5=-4703/2784, 5-6=-4519/2637
BOT CHORD 2-9=-2370/4154, 8-9=-2386/4188, 7-8=-2406/4204, 6-7=-2390/4170
WEBS 3-9=-265/655, 3-8=-343/715, 4-8=-557/429, 5-8=-349/704, 5-7=-276/659
NOTES-
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
,``tt11111111111�'
3) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
,%% X S �F I�
to the use of this truss component.
,�
4) Provide adequate drainage to prevent water ponding.
`�� ••'%G
F •••,
5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
�� ••
6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
No 34869
will fit between the bottom chord and any other members.
* �•
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1024 lb uplift at joint 6 and 1146 lb uplift
at joint 2.
8) "NAILED" indicates 3-10d (0.148"xY) or 3-12d (0.148"x3.25) toe -nails per NDS guidlines.
9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 244 lb down and 353 lb up at
•� 441
.C/,�
7-0-0, and 244 lb down and 353 lb up at 14-4-0 on top chord, and 375 lb down and 335 lb up at 7-0-0, and 375 lb down and 335 lb
�� ,•
up at 14-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others.
Q Q;� N %�
� ,
10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
.
s�ON AL �.�`�,
LOAD CASE(S) Standard
11111111110,
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Julius Lee PE No.34869
Vert: 1-3=-70, 3-5=-70, 5-6=-70, 2-6=-20
MiTek USA, Inc. FL Cert 6634
Concentrated Loads (lb)
6904 Parke East Blvd. Tampa FL 33610
Vert: 3=-196(F) 5=-196(F) 9=-375(F) 8=-60(F) 4=-137(F) 7=-375(F) 10=-137(F) 11=-137(F) 14=-60(F) 15=-60(F)
Date:
June 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436030
2838465
CA
CORNER JACK
10
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:58:21 2021 Page 1
ID: PAjACIxOXccyA2Nu7mEhtKyhsj?-ktxg6lKLGKUJz9G5xAYgNL19zla3cU 1 OXMSgglz3mJm
-1-0-0 1-0-0
Scale = 1:6.4
2x4 =
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL
1.25
TC 0.14
Vert(LL)
-0.00
2
>999
360
MT20 244/190
TCDL 15.0
Lumber DOL
1.25
BC 0.01
Vert(CT)
-0.00
2
>999
240
BCLL 0.0 *
Rep Stress Incr
YES
WB 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-P
Wind(LL)
0.00
2
****
240
Weight: 5 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD
BOT CHORD 2x4 SP No.2 BOT CHORD
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=49(LC 12)
Max Uplift 3=-15(LC 1), 2=-163(LC 12)
Max Grav 3=30(LC 12), 2=166(LC 1), 4=18(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Structural wood sheathing directly applied or 1-0-0 oc purlins.
Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; porch left and right
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 15 lb uplift at joint 3 and 163 lb uplift at
joint 2.
I
•'DENS• �.
No 34869
= yt =
lZ
•
i
,S,ONA11 E 0%
111111
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436031
2838465
CJ3
CORNER JACK
10
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945,
-1-0-0
4x6
8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:58:22 2021 Page 1
I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-C3VCJ5L_Oec9bJrHVt33wYgJZ8sMLxHYIOBN N Bz3mJl
3-0-0
Scale = 1:9.8
3-0-0
3-0-0
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in (loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.21
Vert(LL) 0.02 2-4 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.26
Vert(CT) -0.01 2-4 >999 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00 3 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-P
Weight: 11 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing
directly applied or 3-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=88(LC 12)
Max Uplift 3=-48(LC 12), 2=-241(LC 12), 4=-44(LC 8)
Max Grav 3=66(LC 1), 2=239(LC 1), 4=52(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 2-11-4 zone; cantilever
left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
`�L�U
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 48 lb uplift at joint 3, 241 lb uplift at joint
�� �j
•E•N
• �i�
2 and 44 lb uplift at joint 4.
S
34869 •
yt
0 O R `Q
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436032
2838465
CJ5
CORNER JACK
4
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945,
-1-0-0
4x6 =
8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:58:23 2021 Page 1
I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-hF3aXRMcnxkODSQT2ba1SmNLoY3m4OXh_gxxvdz3mJk
5-0-0
Scale = 1:13.0
5-0-0
5-0-0
LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.17 2-4 >317 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.05 2-4 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 17 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 cc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-5-4 cc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=129(LC 12)
Max Uplift 3=-119(LC 12), 2=-305(LC 12), 4=-77(LC 8)
Max Grav 3=147(LC 1), 2=318(LC 1), 4=92(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 4-11-4 zone; cantilever
left and right exposed ; porch left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60
plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
,``tI11111111111'
5) Refer to girder(s) for truss to truss connections.
� X) � S LF I,
��j
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 119 lb uplift at joint 3, 305 lb uplift at
joint 2 and 77 lb uplift at joint 4.
�� G ENS
'��'� F••••
�i
No 34869
* :c_
�,.6S;O N A; E0%.
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436033
2838465
EJ5
JACK -OPEN
24
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945,
-1-0-0
4x6 =
8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:58:24 2021 Page 1
ID: PAjACIxOXccyA2Nu7mEhtKyhsj?-9SdyknMEYFstgc?gcl5X?zwWYyP?prngDKgUR3z3mJj
5-0-0
Scale = 1:13.0
5-0-0
5-0-0
LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP
TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Vert(LL) 0.17 2-4 >317 240 MT20 244/190
TCDL 15.0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0.05 2-4 >999 240
BCLL 0.0 * Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a
BCDL 10.0 Code FBC2020/TP12014 Matrix-P Weight: 17 lb FT = 20%
LUMBER- BRACING -
TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins.
BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 3-5-4 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=129(LC 12)
Max Uplift 3=-119(LC 12), 2=-305(LC 12), 4=-77(LC 8)
Max Grav 3=147(LC 1), 2=318(LC 1), 4=92(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 4-11-4 zone; porch left
and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
fer truss to ss
joint
6) Provide mechanicalrconnectionu b others) truss to bearing late capable of withstanding 119 lb uplift at
3, 305 lb uplift at
(Y ) 9p P 9 P 1 P
2 77 lb 4.
%�`
joint and uplift at joint
........`�
ENSF�.•. 0
34869
A
fit
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436034
2838465
EJ7
JACK -OPEN
5
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945,
-1-0-0
4x6 —
8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:58:24 2021 Page 1
I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-9SdyknM EYFstgc?gcl5X?zwUJyRHprnq DKgUR3z3mJj
7-0-0
Scale = 1:16.2
7-0-0
7-0-0
Plate Offsets (X,Y)-- [2:0-0-7,Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.90
Vert(LL) -0.08
2-4 >999 360
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.74
Vert(CT) -0.20
2-4 >400 240
BCLL 0.0 *
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
3 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-SH
Wind(LL) 0.16
2-4 >491 240
Weight: 23 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.1
TOP CHORD
Structural wood sheathing directly applied or 2-2-0 oc purlins.
BOT CHORD 2x4 SP No.2
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 3=Mechanical, 2=0-8-0, 4=Mechanical
Max Horz 2=169(LC 12)
Max Uplift 3=-159(LC 12), 2=-234(LC 12)
Max Grav 3=207(LC 1), 2=404(LC 1), 4=125(LC 3)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior(1) 1-11-7 to 6-11-4 zone; cantilever
left and right exposed ;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit d any other members.
between
5) Refer
r ogirder(s)forottom tru stoord tru truss connections.
,'uS� L�,,
��j
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 159 lb uplift at joint 3 and 234 lb uplift at
��
joint 2.
G ENS*-.
No 34869
= =
yt
lZ
�•
�4#
OR\QQ•:��,�•
,S,ONA� �%0%%
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436035
2838465
HJ5
DIAGONAL HIP GIRDER
3
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:58:25 2021 Page 1
I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-deBKx7NsJZ_kSmasA?dmXBSgZMrKYH 1_R_Q2_Wz3mJi
-1-5-0 3-9-13 7-0-2
3x4 =
7-0-2
7-0-2
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL.
in
(loc)
I/defl
L/d
TCLL 20.0
Plate Grip DOL
1.25
TC 0.81
Vert(LL)
0.18
2-4
>437
240
TCDL 15.0
Lumber DOL
1.25
BC 0.50
Vert(CT)
-0.17
2-4
>462
240
BCLL 0.0 *
Rep Stress Incr
NO
WB 0.00
Horz(CT)
-0.00
3
n/a
n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-SH
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.2
REACTIONS. (size) 3=Mechanical, 2=0-10-15, 4=Mechanical
Max Horz 2=128(LC 8)
Max Uplift 3=-158(LC 8), 2=-379(LC 8), 4=-47(LC 8)
Max Grav 3=198(LC 1), 2=381(LC 1), 4=118(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown.
Scale = 1:16.3
PLATES GRIP
MT20 244/190
Weight: 23 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
5) Refer to girder(s) for truss to truss connections.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 158 lb uplift at joint 3, 379 lb uplift at
joint 2 and 47 lb uplift at joint 4.
7) "NAILED" indicates 3-10d (0.148"xY) or 2-12d (0.148"x3.25) toe -nails per NDS guidlines.
8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
LOAD CASE(S) Standard
1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads (plf)
Vert: 1-3=-70, 2-4=-20
Concentrated Loads (lb)
Vert: 6=69(F=35, B=35)
S,
I
•'DENS• *. 10
No 34869
= -� � t • Ir
i
iS181
N A�
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436036
2838465
HJ7
DIAGONAL HIP GIRDER
2
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945, 8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:58:26 2021 Page 1
ID: PAjACIxOXccyA2Nu7mEhtKyhsj?-5glj9SOU4s6b4w92kj8?40?sKm5uHdA7ge9bWyz3mJh
-1-5-0 5-2-12 9-10-1
Scale = 1:21.4
0
a
N
&xw 1 5
3x6 = NAILED NAILED NAILED 3x6 =
5-2-12
9-10-1
5-2-12
4-7-5
Plate Offsets (X,Y)-- [2:0-1-4,Edge]
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.74
Vert(LL) 0.09
6-7 >999 240
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.80
Vert(CT) -0.07
6-7 >999 240
BCLL 0.0 *
Rep Stress Incr NO
WB 0.46
Horz(CT) -0.02
6 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-SH
Weight: 40 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 5-7-8 cc purlins.
BOT CHORD 2x4 SP No.1
BOT CHORD
Rigid ceiling directly applied or 6-1-5 cc bracing.
WEBS 2x4 SP No.3
REACTIONS. (size) 4=Mechanical, 2=0-10-15, 6=Mechanical
Max Horz 2=168(LC 24)
Max Uplift 4=-130(LC 8), 2=-526(LC 8), 6=-319(LC 8)
Max Grav 4=159(LC 1), 2=535(LC 1), 6=343(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-1035/874
BOT CHORD 2-7=-945/958, 6-7=-945/958
WEBS 3-7=-191/252, 3-6=-1000/986
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
11; Exp C; Encl., GCpi=0.18; MWFRS (directional); cantilever left and right exposed ; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) N/A
4) This truss has been designed for 10.0 bottom live load live loads.
a psf chord nonconcurrent with any other
*
�i�
5) This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
,�� .•G E N S+'•.
F ••.
will fit between the bottom chord and any other members.
�� •• ��
6) Refer to girder(s) for truss to truss connections.
34869 0
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 130 lb uplift at joint 4, 526 lb uplift at
= * •�
joint 2 and 319 lb uplift at joint 6.
8) "NAILED" indicates 3-10d (0.148"xY) or 2-12d (0.148"x3.25) toe -nails per NDS guidlines.
9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B).
�'O !cc
411 Z.
LOAD CASE(S) Standard
1)
�• <C/ 1%'*
�i�'� •• Q-;`•• ��
Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25
Uniform Loads
Vert1(4I�70, 2-5=-20
I,
Concentrated Loads (lb)
Vert: 9=-95(F=-48, B=48) 10=69(F=35, B=35) 12=-36(F=-18, B=-18)
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436037
2838465
Vol
Valley
1
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945,
8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:58:27 2021 Page 1
I D:PAjACIxOXccyA2Nu7mEhtKyhsj?-Z115MoP6rAESh4kEHQfEdcXC49dJOBW Hvlv82Oz3mJg
2-0-0
2x4
4.00 12
Scale = 1:6.1
LOADING (psf)
SPACING- 2-0-0
CSI.
DEFL. in
(loc) I/defl L/d
PLATES GRIP
TCLL 20.0
Plate Grip DOL 1.25
TC 0.04
Vert(LL) n/a
n/a 999
MT20 244/190
TCDL 15.0
Lumber DOL 1.25
BC 0.02
Vert(CT) n/a
n/a 999
BCLL 0.0
Rep Stress Incr YES
WB 0.00
Horz(CT) -0.00
2 n/a n/a
BCDL 10.0
Code FBC2020/TP12014
Matrix-P
Weight: 5 lb FT = 20%
LUMBER-
BRACING -
TOP CHORD 2x4 SP No.2
TOP CHORD
Structural wood sheathing directly applied or 2-0-0 oc purlins.
BOT CHORD 2x4 SP No.3
BOT CHORD
Rigid ceiling directly applied or 10-0-0 oc bracing.
REACTIONS. (size) 1=1-11-4, 2=1-11-4, 3=1-11-4
Max Horz 1=22(LC 12)
Max Uplift 1=-18(LC 12), 2=-31(LC 12)
Max Grav 1=48(LC 1), 2=37(LC 1), 3=21(LC 3)
FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or
less except when shown.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ; porch left
exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Bearing atjoint(s) 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify
,,� �` SUS LF I�
��j
capacity of bearing surface.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 18 lb uplift at joint 1 and 31 lb uplift at
��
`�� .•' G E N S • �i�
F••
joint 2.
No 34869
yt
lZ
�•
�4#
0R\QQ•:��,�•
,S,O N A�
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
Job
Truss
Truss Type
Qty
Ply
T24436038
2838465
V02
Valley
1
1
Job Reference (optional)
Builders FirstSource (Fort Pierce), Fort Pierce, FL - 34945,
2x4
LOADING (psf)
SPACING- 2-0-0
CSI.
TCLL 20.0
Plate Grip DOL 1.25
TC 0.32
TCDL 15.0
Lumber DOL 1.25
BC 0.16
BCLL 0.0 *
Rep Stress Incr YES
WB 0.00
BCDL 10.0
Code FBC2020/TP12014
Matrix-P
LUMBER -
TOP CHORD 2x4 SP No.2
BOT CHORD 2x4 SP No.3
WEBS 2x4 SP No.3
REACTIONS. (size) 1=3-11-4, 3=3-11-4
Max Horz 1=60(LC 12)
Max Uplift 1=-49(LC 12), 3=-69(LC 12)
Max Grav 1=131(LC 1), 3=131(LC 1)
FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
TOP CHORD 2-3=-135/254
8.430 s Jun 2 2021 MiTek Industries, Inc. Tue Jun 22 09:58:28 2021 Page 1
ID:PAjACIxOXccyA2Nu7mEhtKyhsj?-1 DsTa8PkcUMJJEIRr8AT9p4JQZxHlemQ8yeiarz3mJf
4-0-0
Scale = 1:9.4
2x4 11
DEFL. in (loc) I/defl L/d PLATES GRIP
Vert(LL) n/a n/a 999 MT20 244/190
Vert(CT) n/a n/a 999
Horz(CT) 0.00 n/a n/a
Weight: 12 lb FT = 20%
BRACING -
TOP CHORD Structural wood sheathing directly applied or 4-0-0 oc purlins,
except end verticals.
BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
NOTES-
1) Wind: ASCE 7-16; Vult=170mph (3-second gust) Vasd=132mph; TCDL=5.Opsf; BCDL=5.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat.
II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2E) zone; cantilever left and right exposed ;C-C for members and
forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60
2) Building Designer / Project engineer responsible for verifying applied roof live load shown covers rain loading requirements specific
to the use of this truss component.
3) Gable requires continuous bottom chord bearing.
4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide
will fit between the bottom chord and any other members.
6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 1 and 69 lb uplift at
joint 3.
%uS
G E N ,9
N 14869
♦ O•
I �
Julius Lee PE No.34869
MiTek USA, Inc. FL Cert 6634
6904 Parke East Blvd. Tampa FL 33610
Date:
June 22,2021
A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 5/19/2020 BEFORE USE.
Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not
a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall
building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek"
is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the
fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANS11TPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd.
Safety Information available from Truss Plate Institute, 2670 Crain Highway, Suite 203 Waldorf, MD 20601 Tampa, FL 36610
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